上海交通大学学报

上海交通大学学报（自然版） ›› 2015, Vol. 49 ›› Issue (07): 929-934.

• 建筑科学 •    下一篇

重复列车荷载作用下多年冻土路基长期变形分析

吴志坚1，2，3，陈拓4，马巍5   

  1. (1.中国地震局(甘肃省)黄土地震工程重点实验室，兰州 730000；2.中国地震局 兰州地震研究所， 兰州 730000；3.甘肃省岩土防灾工程技术研究中心， 兰州 730000；4.中国矿业大学 深部岩土力学与地下工程国家重点实验室，江苏 徐州 221116；5.中国科学院 冻土工程国家重点实验室， 兰州 730000）
  • 收稿日期:2014-09-30 出版日期:2015-07-30 发布日期:2015-07-30
  • 基金资助:

    国家重点基础研究发展规划（973）项目（2012CB026106），国家自然科学基金项目(41472297)，国家科技支撑计划（2015BAK15B01）资助

Analysis of LongTerm Deformation of Railway Embankment at Repeated Train Load in Permafrost Regions

WU Zhijian1,2,3,CHEN Tuo4，MA Wei5   

  1. (1. Key Laboratory of Loess Earthquake Engineering, China Earthquake Administration and Gansu Province, Lanzhou 730000, China; 2. Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, China; 3. Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province, Lanzhou 730000, China; 4. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China; 5. State Key Laboratory of Frozen Soil Engineering, Chinese Academy of Sciences, Lanzhou 730000, China)
  • Received:2014-09-30 Online:2015-07-30 Published:2015-07-30

摘要：

摘要：  在青藏铁路北麓河段选取素填土路基断面开展列车通过实时振动测试，得到车载作用下路基路肩处的加速度时程曲线，并将该动力荷载转化为作用在路基表面的等效均布荷载.基于冻土三轴流变实验结果，对典型的青藏铁路多年冻土路基进行了重复列车荷载作用下的蠕变分析，得到了机车荷载作用下冻土路基所产生的长期变形量，量化了该部分变形在路基总变形中所占比例.研究结果表明，机车荷载作用下路基两侧坡脚产生较大的剪应变，并且逐渐向上扩展，垂直方向变形占总变形量的10%左右.

关键词: 长期变形, 机车荷载, 多年冻土, 蠕变效应

Abstract:

Abstract： Based on strong motion tests on typical embankment at Beilu River segment along the QinghaiTibet Railroad, the acceleration history waveforms near railway tracks were collected when the train was passing, and the dynamic train load was converted into equivalent creep stress by using the equivalent static force method. Moreover, the creep equation of frozen soil was introduced according to the result of frozen soil rheological triaxial tests. The longterm deformation of the embankment at the train load was obtained, and the ratio of permanent deformation at the train load to the whole embankment deformation was quantized as well. The research results show that the vibration effect of repeated train load on deformation accounted for approximately 10% of the total accumulative settlement of the embankment. The creep strain values at the slope toes are significant and extended upwards gradually, which increases with the development of time and the strain rate decreases instead.

Key words: permafrost, train load, long-term deformation, creep effect

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